Widening work of Flexible Pavement Road of Ichhapore -Bhatpore Industrial Estate connecting the service road of the National Highway passing through Hazira Notified Area.

Name of work: Widening work of Flexible Pavement Road of Ichhapore -Bhatpore Industrial Estate

connecting the service road of the National Highway passing through Hazira Notified

Item Rate incl.

Description Qty Unit Amount

1 Box cutting the road surface to proper slope & camber 2318.00 Cumt. 109.41

for making a base of road work including removing the

excavated stuff and deposited on road side slope as

directed by engineer in charge including bitumenous

layer, all granular layer etc. with all lead and lift.

2 Dismentaling the existing structure including removing 100.00 Cumt. 955.41

and stacking the dismentelled materials as and where

directed. (Rigid Pavement Road)

3 Construction of granular sub-base by providing & laying 462.00 Cumt. 1928.09

of compacted thickness of 150 mm Grading 5th

Granular sub base (GSB) in layers of graded granular

material consisting of machine cut black trap stone

aggregate as per grading - V given in table 400-1 of the

specification MORT&H and compactor to the required

density with vibratory roller in all seasons as per

MORT&H , maintaining the required slope & grade

during the operation as approved by the engineer in

charge & watering to the proper moisture content and

sprinkled with the help of truck mounted water tank

fitted with suitable arrangement. (fully saturated

having CBR value minimum 30)

4 Suppliying of graded stone aggregate 200 mm thik. 617.00 Cumt. 306.78

apply of following sizes Hand broken stone aggregate

40 mm to 63 mm size.

5 Providing, laying, spreading and compacting 250mm 771.00 Cumt. 2021.01

thick layer of graded stone aggregate to wet mix

macadam spacification including premixing the

materials with water at OMC in mechanical mix plant

carriage of mixed materials by tipper to site, laying in

uniform layers with paver in sub base/base course on

well prepared surface and camber with Sensor paver

consolidation by vibratory road roller to achieve the

desired density by using machine crushed chips as per

required gradation mixing with required optimum

quantity of water incl material, labour, plant and

machinary and equipment etc. complete by plant mix

method. (Using mechanical paver).

BIDDER’S SIGNATURE Chief Officer,

Notified Area Hazira, Surat

6 Providing and applying primer coat with bitumen 2060.00 Sq.mt. 69.38

emulsion SS1 on prepared surface of granular Base

including clearing of road surface and spraying primer

at the rate of 0.70 kg/sqm using mechanical means.

7 Providing & laying compacted 80mm dense graded 388.00 MT 3920.23

bituminous macadam (DBM) Grade-I in Single layer

using 100-120 TPH batch type HMP with tack coat at the

rate of 2.5 kg / 10 m2 (VG10) in each using crushed

aggregates of specified grading, premixed with

bituminous binder @ 4.0% ( VG - 40) bitumen by weight

of total mix and filler , transporting the hot mix to work

site laying with a hydrostatic paver finisher with sensor

control with full road carpet width (Single screed) or as

directed by Engineer in charge to the required grade,

level and alignment, rolling with smooth wheeled roller,

intermediate rolling 8-10 tonnes dead weight or

vibratory roller & pneumatic tire roller of 12 to

tonnes weight having sufficient width and pressure &

the finishing rolling shall be done with 6 to 8 tonnes

smooth wheeled tendem rollers to acheive the desired

compaction as per MORT&H specification etc complete

in all respects. The agency shall have to get the mix

design done from approved laboratory and submit to

the Engineer in charge for approval (Va = 3.5% & Vbe=

11.50% must be considered in mix design). If the

asphalt (bituminous) content is more than above, the

agency shall have to bear the cost of additional asphalt.

The payment shall be done on the permissible field

density achieved on the site instead of density derieved

in the mix design. (The density obtained by mix design

above 2.31 MT/M3 shall be boarn by agency)

BIDDER’S SIGNATURE Chief Officer,

Notified Area Hazira, Surat

8 Providing and laying compacted 40.00 mm Bituminous 198.00 MT 4774.45

Concrete (BC) in single layer using 100-120 TPH batch

type hot mix plant and using emulsion asphalt as a tack

coat @ 2.5 kg / 10 sq.m (VG 10) in each using crushed

stone aggregateof specified gradation and filler, Premix

with VG-40 grade bitumenous binder at 5.20 % by total

weight of mix & filler incl. transporting the hot mix to

work site and laying with hydrostatic paver finisher

having sensor control with minimum road width or as

directed by Engineer in charge to the required grade,

level and alignment, rolling with smooth wheeled roller,

intermediate rolling 8-10 tonnes dead weight or

vibratory roller & pneumatic tire roller of 12 to

tonnes weight having sufficient width and pressure &

the finishing rolling shall be done with 6 to 8 tonnes

smooth wheeled tendem rollers to acheive the desired

compaction as per MORT&H specification etc complete

in all respects. The agency shall have to get the mix

design done from approved laboratory and submit to

the Engineer in charge for approval. (Va = 3.5% & Vbe=

11.50% must be considered in mix design) If the asphalt

(bituminous) content is more than above, the agency

shall have to bear the cost of additional asphalt. The

payment shall be done on the permissible field density

achieved on the site instead of density derieved in the

mix design. (The density obtained by mix design above

2.36 MT/M3 shall be boarn by agency)

9 Providing and applying asphalt painting with bitumen 2060.00 Sq.mt. 43.97

of VG 40 grade on bitumenous surface including

clearing of road surface and spraying Bitumen at the

rate of 0.60 kg / sqm using mechanical means.

10 Road marking with hot applied thermoplastic paints 62.0 Sqmt. 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and

Asphalt Road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should

meet the performance criteria for night time reflectivity,

wet reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years. (It. Code 26161, Pg. No.

BIDDER’S SIGNATURE Chief Officer,

Notified Area Hazira, Surat

11 Place identification / Bump ahead / Speed limit sign: - 5.0 Nos. 12341.52

Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Alluminium Composite

Panel) Triangular / Circular as per design of IRC-67-

2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with High

Intensity Prismetic Grade retroreflective sheeting of

Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 4.00 mt. long stand post of Iron angle

75mm X 75mm X 6mm / 65NB circular MS Pipe as

required and frame fabricated from suitable size iron

angle 35mm X 35mm X 3mm; painted with best quality

epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instructions of

EIC. The fixing at site shall be in 1:2:4 CC block size 45 X

45 X 60 cms. for each leg including excavation, curing

etc. complete under the supervision of EIC. (B) Class - B

Type - 4 Retro Reflective sheeting. (It. Code 26100B, Pg.

12 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 206.0 Nos. 217.40

Markers made of polycarbonate and ABS moulded body

and reflective panels with Micro prismatic lens (No

Glass bead lens) capable of providing total internal

reflection of the light entering the lens face and shall

support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to Specifications of

Category A of MORTH Circular No RW/NH/33023/10-

97 Ð DO III Dt 11.06.1997. The height, width and length

shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree. The body

of the marker should have finger grip for easy and

accurate placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in-charge. (It. Code 26162, Pg. No. 242)

13 Providing, supplying and Laying RCC precast drains 100.0 Rmt. 21,480.97

with high performance concrete grade M50 and filling

sand bading 75mm including watering ramming,

consolidating and dressing complete as per Directed by

Engineer Incharge

The all rates are Excluding GST .

I / We agree to carry out the above work at ____________ % above the estimated rate ((In Words)

_________________________________________________) percentage above the Estimated Tender Rate.

I / We agree to carry out the above work at ____________ % below the estimated rate ((In Words)

_________________________________________________) percentage below the Estimated Tender Rate.

BIDDER’S SIGNATURE Chief Officer,

Notified Area Hazira, Surat

Estimated Amount Estimated Amount

Put to Tender Rs. 79,64,692.16 Put to Tender Rs.

Add % Above Rs. __________ Deduct % Below Rs. ____________

Net Amount Rs. __________ Net Amount Rs. _____________

Net In Figure Rs. _____________ Net in Figure Rs. ______________

I / We have read the Condition mentioned in this tender and agree to abide by the same.

BIDDER’S SIGNATURE Chief Officer

Notified Area Hazira, Surat

BIDDER’S SIGNATURE Chief Officer,

Notified Area Hazira, Surat